HomeMy WebLinkAboutJefferson Ave. 116,118,120,122City of Cape Canaveral
STREET EXCAVATION PERMIT 7 O q =ov
Date 89
Ci, t f C loruiouiou is hereby granted to Occupational licenseiicouoe
00 School, St o o I^ 2Address __--' --
utc
Person in charge —_- % ° he vz_` _ _ _
To install by bore and jack PI Excavate by open cut n
f s ,Aveotla At 11.6 ^ I18 12Q , 122 J e e I'Z;7, A 12e
Name of Street) Location)
N/A 74 "
Using For _
Size of Casing) Size of Pipe or Conduit)
This work will commence
ASAP be completed by 90 dz-::-vs of Pe rs' t.co`a8'1
Working hours shall by limited to (insert limitations if any) _ Dayli9ht
The follow ng condition uie lo be maintained during and after operations:
Proper safety precautions taken (flashers, flagmen, barricades, etc.)
1lubblob and excess earth removed,
If well pointing is necessary, discharge line shall empty into storm drain manhole if possible, Street
flooding kept to a minimum.
Sod replaced by displaced material or new material of like type.
All vorkCv be done per drawings on reverse side of this parruiti
Caty of Cocoa Peggy Mc Michael
Signed BT
Company Name)
ApprovedpproreJ ' / ' ` _ _____— Approved
Building Official Mayor
ri
difiroN
CITY OF $, 40 ,FLORIDA UTILIT 1.:3 DEPARTMENT4) ,
PHONE 636-4611
GOO SCHOOL STREET
t COCOA FLORIDA 32922
ir
City of Cape Canaveral
105 Polk Avenue
P .O. Box 326
Cape Canaveral , FL 32920
Pe : Application for Street Excavation Permit
Gentlemen :
N
Enclosed please find an application for Street Excavation
Permit and four copies of drawings for the above referenced
work .
Please let us know if this meets with your approval .
Sincerely,
il73I7 (9
70Everett J. Wegerif, F .E .
Utilities Engineer
EJW:mm
Enos . Drawings (4)
Application (1)
City of Cape Canaveral
STREET EXCAVATION PERMIT
APPLICATICN
V3V89Date .......;_____:____....
ty of Cocog Occupational license a ----Permission is hereby granted to _—
Address __
600 School Street CocQa. FL 32922
HutcheD. son
Person in charge
D.
To install by bore and jack 0 Excavate by open cut a
Jefferson Avenue At 116 , 118 , 120 , 122 _Jefferson Ave.....
Name of Street) Loc.ation)
N/A - For
Size of Casing) Size of Pipe or Conduit)
90 of Prmit
This work. Nv i 11 commence .____-
ASAP Days e--and be completed by -Approvar„--
Working hours shall be limited to (insert limitations if any) ------D2:41i_cat—_-----
The following conditions are to be maintained during and after operations:
Proper safety precautions taken (flashers, flagmen, barricades, etc.)
Rubbish and excess earth removed.
If well pointing is necessary, discharge line shall empty into storm drain manhole if possible. Street
flooding kept to a minimum.
Sod replaced by displaced material or new material of like type.
All work to be done per drawings on reverse side of this permit.
City of CocoaSigned --- By Peggy McMichael --- -.7-•------
Company Name)
S
Approved -77- "Q•----'----CV-__.--Lr::i,1 J.Building Offici 1
Approved
mayor
r-, 5,DETALS Ffil 6U ,, ,,4 a '44:i
1 ' il ' F.6 „iri,„„,,,,,„,„\i„ ,,,c,,,,7 u D 11 PAVEMENT
Concrete Ca
SURFACE '7
6--
SURFACE '7 Gutter
Sub Grde Sub Grede
a '7
j
b ---
il
TYPICAL SECTION
No Scale
NOTES:
1. Ends of casing, when below ground, shall be suitably 3. Casing pipe and joints shall be of leakproof construc-
protected against entrance of foreign material. tion, capable of with standing highway loading.
2. Ends of casing, when above ground surface and above 4. When bored pipe is used as a casing, carrier pipe
high water level, may be left open where drainage is flanges., bells or couplings shall clear I.D. of casing
available. pipe at least two inches.
Existing Surface & Base to be ----
cut with Concrete Saw
c A w WIDTH (w) A w
f
IN ii,
WW1/mu il Min 8 7:::::=_."- WO8110 suns urn,,
E,,,st. 77
r n___ 1.r_it ---- _____:-'-__--.0-__.___ . .___ _._:-.-.- ,--z....27.,ESE:
7 , '-e, . r i,(--, ,.4, ,..., , ,-,.a-t,"- a---ar. -,----c.,--°,f'-.." ".!''," evo,-'', '''.4 r CI,
Ein*.0
i 8" Concrete Slab 3,600 psi
iit 3 Bar Mat 50 - GO
High Early Strength
100 ' or Wire
Fabric 40 - 65 #100°'
NOTE:
New Surface to match
Backfill Trench with
suitable material &
existing material in Tamp in layers not to
color, texture & thickness. exceed 8- in
accordance with S.R.D.
Standard Specification.
PAVEMENT REPL4CEMENT DETAILS FOR OPEN CUT
WY OF CAPE CANAVERAL, FLORIDA
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